![]() ![]() ![]() I do not work with anybody that has even heard of this program and I am pretty much teaching myself, so criticism of any kind is welcome. I manually broke the arch into smaller sections because when I create a curved beam in STAAD, I cant see it and it usually causes the program to crash if I try to view a 3D rendered view. However, the STAAD.Pro offers the advantage of syntax checking as you type the commands. Therefore any standard text editor such as Notepad can also be used to create the command file. Out of curiousity I removed the "ignore stiffness" specification from the plates to view the stress, and I am no longer confident that the loads are being applied the way I would expect them to be.Īdditional notes: I imported from a. Note: A STAAD input file is a plain text file that uses the. I have only attached the file that contains the manual wind loads at this time but can attach the file containing the STAAD generated loads if anybody is interested.Īnyway, the question is whether or not it is ok to apply loads in this manner. It seems to want to apply loads only to "walls" that aren't there since I designated it as an open structure and not the canopy. To do that, go to Utilities menu in the Analytical Modeling workflow and click Drop Physical Model button in the menu. I am not sure how to apply the STAAD generated wind loads to this structure. In order to copy/paste the model built with a Physical Modeler into the STAAD.Pro SS6, you first of all need to de-attach the analytical model from the physical model. Note: STAAD.Pro Editor is not capable of checking for errors when run externally from STAAD.Pro. As an alternative I created numerous plate elements (stiffness ignored) and applied full plate pressure loads from manually calculated wind loads. STAAD.Pro Editor can be run seperately from STAAD.Pro. My first attempt was to create a surface between the arches, but it seems the program does not like non-coplaner surface of any type. ![]() It consists of a series of arches with shades attached between them. I am trying to model a tensioned fabric structure. ![]()
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